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CS Beam 2016.4.0.5 Hag-an
5-9-16
km Beam Grine 4.13.19.1
Materials Database 1548 184 North Elm St 12:21 pm
Northampton l of 1
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12 PLF
Filename: Beam1
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start d Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 14' 0.00" 5' 0.00" 40 10 Live
Additional Uniform (PLF) Top 0' 0.00" 14' 0.00" 0 200 Live
Additional Uniform (PSF) Top 0' 0.00" 14' 0.00" 1' 6.00" 35 15 Snow
14 0 0
14 '0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate(425psi) 3.500" 2.209" 3286#
2 14' 0.000" Wall S P F P I ate(425psi) 3.500" 2.209" 3286#
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Snow Dea
1 1356# 356# 192
2 1356# 356# 1
Design spans
13' 6.750"
Product: 1-3/4x11-7/8 ERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connect members with 2 row of 16d common nails at 12.0x'oc
Design assumes continuo lateral bracing along the top chord.
Design assumes Contin us lateral bracing along the bottom chord.'
Allowable Stress D ign
Actual Allowable Capacity Location Loading
Positive Moment 11140.'# 21275.'# 52% 7 Total Load D+L
Shear 2806.# 78971 35% 13.1' Total Load D+L
Max.Reaction 3286.# 5206.# 63% 0' Total Load D+L
TL Deflection 0.3776" 0.6781" U431 7' Total Load D+L
LL Deflection 0.1559" 0.4521" U999+ 7 Total Load L
Control: Max.Reaction
DOLS: Live--100% Snow=115% Roof=125% Wind=160%
All product names are trademarks of their respective owners Doug Hodgins
r k Miles Inc.
Copyright(C)2016 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED.
E"ladefi.ned aswhen the member.floorjois,beam or girdershown on thisdawl ng meets applicablesgn criteria for Lopds,Loading Conditions,and Spansised on ihissheet.The
viewed b a wall tied des ner ordes n rofess onal as re'.
e wired for a roval.Thistles n assumes roduct ins Nation accordin to the manufacturer's cificati ons
CS Beam 2016.4.0.5 Haggan 5-9-16
km Beam Uzine 4.13.19.1
Materials Database 1548 184 North Elm St 3:04pm
Nonham ton l of 1
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 14.1 PLF
Filename: 14 ft Beam 1.
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 14' 0.00" 5' 0.00" 40 10 Live
Additional Uniform (PLF) Top 0' 0.00" 14' 0.00" 0 200 Live
Additional Uniform (PSF) Top 0' 0.00" 14' 0.00" 1' 6.00" 35 15 Snow
h
14 0 0
p m,
r
14 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate(425psi) 3.500" 1.500" 3300#
2 14' 0.000" Wall SPF Plate(425psi) 3.500" 1.500" 3300#
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Snow Dead
1 1356# 356# 1944#
2 1356# 356# 1944#
Design spans
13 6.750"
Product: 1-3/4x9-1/4 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0"oc
NOTE:Nails must be applied from both sides
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 11188.'# 20704.'# 54% 7' Total Load D+L
Shear 2925.# 9227.# 31% 0.23' Total Load D+L
Max.Reaction 3300.# 7809.# 42% 0' Total Load D+L
TL Deflection 0.5349" 0.6781" L/304 7' Total Load D+L
LL Deflection 0.2199" 0.4521" U740 7' Total Load L
Control: TL Deflection
DOLS: Live--100% Snow=115% Roof=125% Wind=1601/
Design assumes a repetitive member use increase in bending stress: 4%
All product names are trademarks of their respective owners Doug Hodgins
r k Miles Inc.
Copyright(C)2016 by Simpson Strong-lie Company Inc.ALL RIGHTS RESERVED.
'•Pass ng is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable desgn cdteda for Loads,Loading Conditions,and Spans listed on this sheet.The
des n mug be reviewed b a qualified des net or tles n mfessonal as re wired for a royal.Thisdes n assumes roduct installation according to the manufacturer's R2cifications.